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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | ₹4.1 L | L1 | Accepted-AOC FOUND SATISFACTORY |
| 2 | L2₹4.1 LRejected-AOC | ₹4.1 L | L2 | Rejected-AOC FOUND SATISFACTORY |
| Sl No | Description | Qty | Unit | varghesemani L1 | SUNNY P J L2 |
|---|---|---|---|---|---|
| 1.00Tile Paving | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 168 | sqm | 15 ₹2,520 | 16.01 ₹2,689.68 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 8.85 | cum | 3,337.88 ₹29,540.24 | 3,337.88 ₹29,540.24 |
| 1.00 | OD367069/2025-2026:Providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and
including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer -in-charge. | 214.55 | sqm | 1,045.38 ₹2,24,286.28 | 1,045.38 ₹2,24,286.28 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 3.72 | cum | 9,186.73 ₹34,193.01 | 9,186.73 ₹34,193.01 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 7.63 | cum | 441.5 ₹3,367.76 | 441.5 ₹3,367.76 |
| 1.01 | OD367076/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (Modified 60.7.1) | 28.18 | cum | 4,160.22 ₹1,17,226.68 | 4,160.22 ₹1,17,226.68 |
Tender Value
Refer Docs
EMD Value
₹10,283
Closing Date
4 Mar 2026, 11:00 amClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LID EW SECTION MALAYATTOOR NEELEESWARAM GP
Annual Plan pro no 272 25 Neeleeswaram no 1 canal side protection Malayattoor Neeleeswaram gp 25 General Civil Work 25
2026_LSGD_839423_1
7 AE LSGD MN 25/26
Open Tender
Civil Works - Roads
MALAYATTOOR NEELEESWARAM GP
REFER ETENDER DETAILS
7 documents required · 7 mandatory
₹910
Yes
₹10,283
Yes
24 Jun 2026
24 Feb 2026
5 Mar 2026
24 Feb 2026
4 Mar 2026
24 Feb 2026
Tile Paving
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
OD367069/2025-2026:Providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer -in-charge.
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD367076/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (Modified 60.7.1)
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